City of Prince George - Snow Disposal at the Lansdowne Road ...
City of Prince George - Snow Disposal at the Lansdowne Road ...
City of Prince George - Snow Disposal at the Lansdowne Road ...
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5.0 DISCUSSION<br />
CITY OF PRINCE GEORGE<br />
SNOW DISPOSAL STUDY AT<br />
THE LANSDOWNE ROAD WASTEWATER TREATMENT CENTRE<br />
5.1 Effect <strong>of</strong> <strong>Snow</strong> <strong>Disposal</strong> on WWTC Effluent Quality<br />
The discharge limits <strong>at</strong> <strong>the</strong> WWTC under <strong>the</strong> present permit are 65 mg/L for BOD5 and 50<br />
mg/L for TSS. Future permit limits after <strong>the</strong> WWTC upgrade are likely to be maximum<br />
concentr<strong>at</strong>ions <strong>of</strong> 45 mg/L for both BOD5 and TSS, and average concentr<strong>at</strong>ions <strong>of</strong> 30 mg/L for<br />
BOD5 and TSS. There are no discharge limits for ammonia or metals specified in <strong>the</strong> permit.<br />
As shown in Table 1, <strong>the</strong> snow additions to <strong>the</strong> chlorine chamber resulted in a significant<br />
lowering <strong>of</strong> <strong>the</strong> average temper<strong>at</strong>ure <strong>of</strong> <strong>the</strong> WWTC effluent from 11.1 C to 5.4 C. The snow<br />
additions resulted in significant increases in <strong>the</strong> WWTC effluent average BOD5 concentr<strong>at</strong>ion<br />
from 41 mg/L to 46 mg/L, and in <strong>the</strong> effluent average TSS concentr<strong>at</strong>ion from 11 mg/L to 56<br />
mg/L. The effluent pH and conductivity were marginally increased, and ammonia<br />
concentr<strong>at</strong>ion was unaffected.<br />
Of <strong>the</strong> w<strong>at</strong>er quality parameters listed in Tables 1 and 2, TSS is <strong>the</strong> only one likely to limit<br />
snow melting from <strong>the</strong> standpoint <strong>of</strong> effluent discharge limits under <strong>the</strong> existing permit. The<br />
TSS concentr<strong>at</strong>ions in <strong>the</strong> eight grab samples <strong>of</strong> chlorine chamber effluent ranged as high as 85<br />
mg/L, well over <strong>the</strong> permit maximum <strong>of</strong> 50 mg/L. Under present and future permitted<br />
discharge limits for TSS, <strong>the</strong> solids content <strong>of</strong> <strong>the</strong> snow will be <strong>the</strong> w<strong>at</strong>er quality parameter<br />
which limits melt volumes. The impact <strong>of</strong> effluent TSS on <strong>the</strong> snow melting capacity <strong>of</strong> <strong>the</strong><br />
WWTC is discussed in Section 5.3.<br />
The BOD5 <strong>of</strong> <strong>the</strong> effluent was increased by 5 mg/L to 49 mg/L in <strong>the</strong> composite sample, a<br />
concentr<strong>at</strong>ion which is well under <strong>the</strong> existing permit maximum <strong>of</strong> 65 mg/L, and slightly over<br />
<strong>the</strong> future permit value <strong>of</strong> 45 mg/L. However, <strong>the</strong> expansion/upgrade now in progress <strong>at</strong> <strong>the</strong><br />
WWTC is designed to improve process BOD5 removal to effluent concentr<strong>at</strong>ions <strong>of</strong> 20 mg/L,<br />
so an increase <strong>of</strong> 5 mg/L due to snow additions should not be a concern. A possible source <strong>of</strong><br />
Dayton & Knight Ltd. Page 5-1